ASSESSMENT OF LONG-TERM TENSILE STRAINS IN HDPE GEOMEMBRANES FROM GRAVEL INDENTATIONS
The physical response of composite landfill liners, consisting of a high-density polyethylene geomembrane overlying a compacted clay liner, was examined with an emphasis on quantifying the magnitude and possible implications of sustained tensile strains that may develop in the geomembrane from grave...
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| Language: | en en |
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2011
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| Online Access: | http://hdl.handle.net/1974/6342 |